Giuseppina Uva

Prof. Dr. Giuseppina Uva

Politechnic University of Bari - Dept. dicatech
orcid

Research Focus & Metrics

Academic Career Length

21Years (2006-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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23 August 2024 in Automation in Construction
Verified
Journal Article
Open access
VMVincenzo Mario Di Mucci
Vincenzo Mario Di Mucci
ACAngelo Cardellicchio
Angelo Cardellicchio
Sergio RuggieriSergio Ruggieri
Sergio Ruggieri
Andrea NettisAndrea Nettis
Andrea Nettis
VRVito Renò
Vito Renò
GUGiuseppina Uva
Giuseppina Uva

1 April 2013 in Engineering Structures
Verified
Journal Article
Closed access
Siro CasoloSiro Casolo
Siro Casolo
GMGabriele Milani
Gabriele Milani
GUGiuseppina Uva
Giuseppina Uva
CAClaudio Alessandri
Claudio Alessandri

5 April 2023 in Engineering Failure Analysis
Verified
Journal Article
Open access
ACAngelo Cardellicchio
Angelo Cardellicchio
Sergio RuggieriSergio Ruggieri
Sergio Ruggieri
Andrea NettisAndrea Nettis
Andrea Nettis
VRVito Renò
Vito Renò
GUGiuseppina Uva
Giuseppina Uva

1 September 2012 in Engineering Structures
Verified
Journal Article
Closed access
GUGiuseppina Uva
Giuseppina Uva
DRD. Raffaele
D. Raffaele
FPF. Porco
F. Porco
AFA. Fiore
A. Fiore

1 January 2012 in Engineering Structures
Verified
Journal Article
Closed access
GUGiuseppina Uva
Giuseppina Uva
FPF. Porco
F. Porco
AFA. Fiore
A. Fiore

26 November 2020 in International Journal of Architectural Heritage
Verified
Journal Article
Closed access
Sergio RuggieriSergio Ruggieri
Sergio Ruggieri
CTChiara Tosto
Chiara Tosto
GRGiulia Rosati
Giulia Rosati
GUGiuseppina Uva
Giuseppina Uva
GFGiuseppe Andrea Ferro
Giuseppe Andrea Ferro
The presented study aims to describe the seismic vulnerability of a sample made by 90 masonry one-nave churches, subjected to the Valle Scrivia Earthquake, 2003, Piemonte, Italy. In particular, the paper reports analyses performed looking at two different moments: (a) situation after the seismic event, identified through the data collection of the post-earthquake surveys; and (b) situation after 17 years, defined after new in-situ surveys on a subset made by 20 masonry churches. For the first part, damage and vulnerability analyses have been performed on a statistical basis, by employing macroseismic intensity and peak ground acceleration as intensity measures. For the second part, a comparison between the vulnerability states in the two periods investigated has been proposed, by focusing on the effects of detected interventions on site.